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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / Ili (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER `SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF /NAILING SCHEDULE ON SHT. CAM I 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W! 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE c °° 2 co_ D 6 MIL VAPOR 00 BARRIER COMP. SOIL.I (COMPACTED TO 95% —I I I I =III=III 11— MODIFIED PROCTOR I I I I I I -III -I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4'° STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS! DRIVEWAY CONCRETE SLAB PAVERS� BLOCK WALL BEYOND 14 O.H.D. RECESS z cv I— " 4" II" o0 J. r III�II SEE A/S3 0R J/S6 J -III I I Ii 11 1 1 1 PFLI _I P FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE --\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D =LI.=III—I m D =.1 1'IIIIIIIIIII III IIIIIII (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & @ 6" MAX FROM END OF 2 x PLATE _ .6x6W1.4xW1.4 r WWF OR FIBERMESH —I I I —III —III= I I Ti-I I -I I -I r TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT r SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY ' NOTE: *FOR BEARING WALL WI UPLIFT ONLY SCALE:3/4"=V-0" S3 2x S.P.F. STUDS @ 16" O.C. 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH —� `-TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR %" GYP. TYPE "X" @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 211x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7116" O.S.B. CONNECTOR U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'41 . SHEATHING W/ COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3116"PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) T (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F.@24"OC 2 @24"OC 21I 6x6W1.4xW1.4 WWF OR FIBERMESH ) WWF OR FIBERMESH q' z �3 1/2" MIN. �3 1/2" MIN. Z ELEV.-0'-31/2" , d O D D .. p ° ° _. I__ . I 11II _I—II1-1 D I —I I—IpbAFFO —TII I Ii I��II8 I �I _-- I =1 I I 1 11= - 1 I I= 1/2"(min.)- (min.)- 4"2x4 CONT. III' °° d 1/2 (min)- 4 111= I•IW I I —I I _N —"(minF1/2(i. 3 2 - ---.- GARAGE DEPTH VARIES =1 = ::::I III II— d(2) #5 CONT. 4„(2) #5 CONT. 4" 1' 8" U.N.O. MIN.U.N.O. MIN. TYPICAL BEARING WALL @STEPGARAGE SLAB AT STEP TYPICAL BEARING WALL STEP @ SHEARWALL3 "m44 - CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" 2x STUD 8" C.M.U. 1 "x P.T. STUD d #5 VERT. IN FILLED CELL CV 5/8"4" "J" BOLTS BOLT @ 24" O.C. VERT. OR 518" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE 00 ° � I=III=III=1I1=1I1=1I1=_� � D ° 1=III=III=III—III—III—III � g ° III—III=III—III—III—III N 1-1 1-1 I —I I —I I 1.-1I , 1I 111 I i 1 r 1 151I-1I1=1I'- FRAME WALL TO C.M.U. WALL CONNECTION rD� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 ° ° GRADE 00 • a_ 1 1 1 11 1—III—I I —I -(1) #5 REBAR w/ OPT. III-III1 Ill- 11= 11=Ill- 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" —t O.H.D. RECESS M T=► -4- : A Ii. -1-i :4 Fq 1 —I I 1-4111 SEE A1S3 0R J/S6 J _I I I l FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �,,S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O!C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS SCALE: 3/4"=V-0" ens' -10��GJ -2x STUDS @ 16" O/C /- 1<8ULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 6 x 6 W1 A x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MANUF. #3 OR #4 REINFORCING BAR #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi p D CV �• ..—� D _Z FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIEIR� _IIII I II I I D ° I I�1=1 11=1 E— -`�' 1=1 I IW I ,L=. '- #5 REINFORCING BAR R 1 7/8" =�=�1 I I II I II i I.U. :� — #5 LAP SPLICE COMP. SOIL. (COMPACTED TO II I • D 95% MODIFIED PROCTOR ASTM I I I I I I—IIII 1=III=1 I I-1 I I—III- D1557) I II II�I I IIIII 111111 I I IIII Ill 4" 1'-4" TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. e. 1/2" FROM SLAB 0� J CONT. BEAD SEALA& �i- ° . INTERIOR -31/2" � a ° CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 ' €= _ 1=__=I M 6 MIL VAPOR —1 7 BARRIERIa E S3 2X STUDS @ 24" O.C. U.N.O. GARAGE GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT r 6x6W1.4xW1.4 N M WWF OR FIBERMESH '. a 36"MIN. LAP [36" MIN. LAP] 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM IL w END OF 2" x PLATE LU U I—III=I_LI—II I_ o W 'I ,IIIIII�II I L1= D � ° 1I— (2) #5 CONT. =1 I ICI I II ON 3" CHAIRS 8" 1'-4" (TYP.) REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN I W 11 SEE ROOF PLAN00 2x4 P.T. PLATE � pits^ o.s.e. COLUMN LOCATION 0'-0" FIN. FLR. FOR STRUCTURAL BEAM SIZE & CONNECTION INFO •- I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w SCHEDULE ] W w oLU SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 - WWF OR FIBERMESH r III 11111-III-I1J 8" TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S 3 i A 1^1. n -nn I^- VARIES C .. C \AN A.. IA14 A a ) v OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �- SLAB STEP & RECESS an S.G.D. ( M SCALE:3/4"=1'-0" S3 q MASONRY WALL AND11 PAD FOOTING 8" MASONRY WALL-71 EXTEND FILL CELLS c TO FOUNDATION PAD _9 CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE _ ° < d d. z LUo = I— —III—III— = v '— a w LUIII=1 I I III=1 I1=1I I- z (U)LU 1=1 11=1 11=1 1=1 I I I I 1=1 I PE 1—' FOOTING 11 �1111i11�11i11�11�111111-III-III—' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 UI �' z o O C° z� z co 0 V) (D Q) C w (z 0 V — 0 w V) Lv '2 E o U) C') V U C° co LU Ol ca M F— E —� N 'O M O`oo = N U (° cU-a0 0 00 o ca °°)) U) n o Y <C LO O rnQo NC6DC X < CV LO N to ,r V oq. N O co Z all ::, fl =MS, a`&5' 00 C) m m N_E- [Liz a� Q Ms PF� Q J o To the best of the EnginieeAj�q�yuledge, irlforYnafion, and belief, the structural plans andxsplecifieAions contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0�1� ►�—II�MO Q��_Ln a V S a Ln <t F �" ` /\ a U �- 00 E Z W J�~ d' mi oZ �o z z<a <¢ U) --1 �zgO Q F- W z =owz 0 2r , O J w N �Zo W oLn L j Q }o } _ Tq xW z� Z � M z 0 -0 0 O C z j < U _ (� Q IO W� o� *' = X,06 O Uama k N � � z- W�� Q d- ~ 0 0o ��u-o Z r` W T- 1 Lr) a LL °� J LU Q oW8 P98 L!i Z a Z a Ln V m z Qo � ^ = T-i d cn SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAN D VERSION N0. 200 SHEET NO. S3 (MONO)